US6271156B1 - Fire-resistant core for a combustible fire-rated panel - Google Patents
Fire-resistant core for a combustible fire-rated panel Download PDFInfo
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- US6271156B1 US6271156B1 US09/158,069 US15806998A US6271156B1 US 6271156 B1 US6271156 B1 US 6271156B1 US 15806998 A US15806998 A US 15806998A US 6271156 B1 US6271156 B1 US 6271156B1
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- United States
- Prior art keywords
- web
- core
- fire
- vermiculite
- structural member
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Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B21/00—Layered products comprising a layer of wood, e.g. wood board, veneer, wood particle board
- B32B21/10—Next to a fibrous or filamentary layer
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/94—Protection against other undesired influences or dangers against fire
- E04B1/941—Building elements specially adapted therefor
- E04B1/942—Building elements specially adapted therefor slab-shaped
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- E—FIXED CONSTRUCTIONS
- E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
- E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
- E06B5/00—Doors, windows, or like closures for special purposes; Border constructions therefor
- E06B5/10—Doors, windows, or like closures for special purposes; Border constructions therefor for protection against air-raid or other war-like action; for other protective purposes
- E06B5/16—Fireproof doors or similar closures; Adaptations of fixed constructions therefor
-
- E—FIXED CONSTRUCTIONS
- E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
- E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
- E06B3/00—Window sashes, door leaves, or like elements for closing wall or like openings; Layout of fixed or moving closures, e.g. windows in wall or like openings; Features of rigidly-mounted outer frames relating to the mounting of wing frames
- E06B3/70—Door leaves
- E06B3/7015—Door leaves characterised by the filling between two external panels
- E06B2003/7032—Door leaves characterised by the filling between two external panels of non-vegetal fibrous material, e.g. glass or rock wool
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T442/00—Fabric [woven, knitted, or nonwoven textile or cloth, etc.]
- Y10T442/60—Nonwoven fabric [i.e., nonwoven strand or fiber material]
- Y10T442/695—Including a wood containing layer
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T442/00—Fabric [woven, knitted, or nonwoven textile or cloth, etc.]
- Y10T442/60—Nonwoven fabric [i.e., nonwoven strand or fiber material]
- Y10T442/696—Including strand or fiber material which is stated to have specific attributes [e.g., heat or fire resistance, chemical or solvent resistance, high absorption for aqueous compositions, water solubility, heat shrinkability, etc.]
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T442/00—Fabric [woven, knitted, or nonwoven textile or cloth, etc.]
- Y10T442/60—Nonwoven fabric [i.e., nonwoven strand or fiber material]
- Y10T442/699—Including particulate material other than strand or fiber material
Definitions
- the present invention relates to a fire-resistant core for use in combustible fire-rated building structures, and more particularly to a core for producing panels for building structures.
- Fire-rated panels are used as building structures in a variety of applications, including roof panels, wall panels and fire doors. While the fire-rated panel will vary somewhat for the particular application involved, e.g. a roof panel or wall panel or fire door, all of these fire-rated panels have in common the ability to prevent burn-through of fire, under standard test conditions, for a minimum length of time.
- non-combustible panels There are two primary types of fire-rated panels, i.e. a non-combustible panel and a combustible panel.
- the non-combustible panel is made of inorganic materials, e.g. steel, fiberglass, mineral and gypsum board, and the like.
- a non-combustible panel comprises two sheet steel faces which sandwich therebetween some insulating material, such as fiberglass. Since none of the materials of the panel are combustible, i.e. the materials are all inorganic materials, these panels are referred to the art as non-combustible panels.
- the other type of fire-rated panel is referred to in the art as a combustible panel and is made of, at least in part, combustible materials, e.g. wood or wood products.
- Non-combustible panels have decided disadvantages. Firstly, such panels, with or without fiberglass insulation between the sheet steel faces, are very heavy and are very difficult to render in an aesthetically pleasing manner. While such panels may be painted, or likewise decorated, such steel panels very of ten do not fit into decorative schemes for buildings. Accordingly, non-combustible fire-rated panels are generally limited to uses in industrial structures.
- the fire-rated combustible panels typically, will have outer faces of wood, wood veneer or plastic sheets simulating wood grain, or the like, and can be made to have a quite satisfactory aesthetic appearance and fit within decorating schemes. However, since the combustible panels will combust, the fire rating provided to these panels is, primarily, a result of a fire resistant core disposed between the outer faces of the combustible fire-rated panel.
- fire-resistant core is the essential element for achieving a fire rating in combustible fire-rated panels
- the art has expended considerable effort in providing fire-resistant core materials for the combustible fire-rated panels, and this effort has been particularly acute in connection with combustible fire-rated panels used as fire doors.
- Fire doors present additional problems, beyond those problems inherent in the use of the fire-rated panels for other applications, e.g. wall panels and roof panels.
- the panel will require some attachment to some supporting structure.
- wall panels require attachment to conventional wall studs and roof panels require attachment to supporting roof structures.
- those doors not only require attachment to the supporting structure, e.g. the door frame, but the doors must also have attached thereto associated hardware, such as lock sets, hinges, panic bars and the like.
- the fire-resistant core is normally made of an inorganic, non-combustible material, for example, gypsum board, considerable difficulty has been experienced in the art in mounting the necessary hardware to the door.
- the fire-resistant core was made with asbestos.
- Various compositions of asbestos were proposed in the past prior art, but with the advent of health concerns in connection with asbestos, the art sought substitutes for the past asbestos-containing fire-resistant cores.
- the asbestos fibers instead of using asbestos fibers in that slurry, that patent suggests substituting for the asbestos fibers a combination of vermiculite, sisal fibers and fiberglass.
- Calcium silicate which is a binder for the ingredients, is also used in that composition, in the same manner in which it was used in connection with the past asbestos-containing fire-resistant cores.
- this core does not contain asbestos, it does suffer from the same disadvantages as the past fire-resistant cores made with asbestos in that it has very poor fastener-holding properties, and special provisions, as explained more fully below, are required for use of that core in producing fire-rated doors.
- the special provisions typically used for making combustible fire-rated doors with conventional fire-resistant cores includes cutting the core where hardware is to be mounted, e.g. hinges, lock sets, panic bars and the like, and replacing those cut portions with dense materials which have much greater screw holding power.
- a number of such dense materials have been proposed by the art and are presently routinely used in producing combustible fire-rated doors. This, however, requires considerable labor in cutting the core and replacing those cut portions with the dense materials.
- hardware can be mounted only where those dense materials have replaced the core.
- a door must be specially manufactured for specific hardware, and this considerably reduces interchangeability of such fire-rated doors and causes difficulties in the production thereof.
- replacing the fire-resistant core with these dense materials creates a discontinuity where the dense materials replace the core and can cause difficulties in preventing burn-through of the fire.
- a fire-resistant core for combustible fire-rated panels, especially fire doors which has screw holding power throughout the entire core which is more than sufficient to retain hardware or other fastening devices at any place on the panel. It would be a further advantage to the art to provide such a core which provides increased rigidity of the panel, and especially a fire-rated door, and which core can be inexpensively made and can be accommodated in automatic processes for producing the fire-rated panels, especially fire-rated door, and which do not require any special labor or dense inserts.
- the invention is based on several primary discoveries and several subsidiary discoveries.
- the fire-resistant core may have a wood product-containing solid structural member, for example, wood or wood particle board or wood fiber board.
- a wood product-containing structural member has exceedingly high screw holding power, and therefore obviates the problems of screw holding power in connection with prior art cores.
- a subsidiary discovery in this regard it has been found that such wood product-containing structural member may extend throughout the entire length and width of the core, thus, allowing the mounting of hardware in a variety of manners at a variety of places and at a variety of times. No dense inserts or the like are required for the present core in view of the wood product-containing structural member forming that core.
- a fire-resistant composite may be attached to at least a lateral surface of the wood product-containing structural member.
- That composite is made of an inorganic, non-woven fibrous web having a binder therein and a substantially continuous coating on at least a lateral surface of the web of a particulate inorganic mineral, particularly vermiculite. That coating on the web of particulate vermiculite will normally but not necessarily face a direction of fire.
- the coating of the vermiculite presents such a fire-resistant surface that even though the wood product-containing structural member is quite combustible, the vermiculite coating on the web will so sufficiently protect that structural member from combustion that a fire-rated door of at least a 45-minute burn rating can be provided (the rating being explained hereinafter).
- the thickness of the composite can be from as little as 5.5 mils up to as much as 60 mils. This is, of course, a very thin composite and, thus, allows considerable thicknesses of the wood product-containing structural member to increase screw holding power.
- the web should have about 10 to 50%, by weight, add-ons of the vermiculite. Most of those add-ons will be in the vermiculite coating, but small portions thereof will be dispersed throughout the web.
- fire-rated doors can be made in an automated manner, since there is no need for special dense inserts or provisions to provide increased screw holding power, as in prior art cores and as briefly discussed above.
- the present core can be made with a very simple process, as opposed to the process of the prior art cores, and as briefly discussed above.
- the present core can be made simply by attaching, e.g. laminating, the composite to the wood product-containing structural member. This attachment can be by usual mechanical attachment devices, e.g. staples and the like, or can simply be by use of a conventional adhesive to form a laminate.
- the composite itself can be very easily made by applying to a lateral surface of the web (the web being commercially available) a liquid dispersion of particulate vermiculite to form a coating on the web.
- the coated web is passed through a doctor means, where the coating is reduced in thickness to somewhere in the range of the final coating, as noted above, and some quantity of the dispersion passes into the web, for the reason noted above. That so-coated web is simply then dried so as to stabilize and set the coating. The coating is then firmly adhered to the web, and the web can then be applied to the structural member in a manner described above.
- the invention provides a fire-resistant core for use in a combustible fire-rated building panel.
- the core comprises a wood product containing solid structural member having a density of between about 30 and 60 lbs. per cubic foot and a thickness between about ⁇ fraction (1/16) ⁇ inch and two inches.
- At least one layer of a fire-resistant composite is attached to at least a lateral surface of the structural member.
- the composite comprises an inorganic, non-woven fibrous web having a thickness of from about 5 to 50 mils.
- a web binder is substantially uniformly dispersed throughout the web.
- a method for producing the core described above.
- a liquid dispersion of particulate vermiculite to form a coating on the web.
- the so-coated web is passed under a doctor means, where the coating is reduced in thickness and some quantity of the dispersion is passed into the web. Thereafter, the so-coated web is dried to set and stabilize the coating.
- FIG. 1 is an isometric view of a conventional combustible fire-rated door, partially broken away to show details thereof;
- FIG. 2 is an isometric view of a typical arrangement of the components of a combustible fire-rated door, including the fire-resistant core thereof ;
- FIG. 3 is a partial cross-section of FIG. 2;
- FIG. 4 is a partial cross-sectional view of an embodiment of the core of the present invention.
- FIG. 5 is a partial cross-sectional view of the composite of the invention.
- FIG. 6A is a partial cross-sectional view showing another embodiment of the core of the present invention.
- FIG. 6B is a partial cross-sectional view showing an alternative arrangement of FIG. 6A.
- FIG. 7 is a diagrammatic illustration of apparatus for producing the present composite.
- FIG. 1 is specific to the prior art and shows, generally, a fire-rated panel, generally, 1 which has been rendered, in this particular embodiment, as a panel useful as a combustible fire-rated door. Whether the panel is used as a door or as a roof panel or as a wall panel, the following features are applicable. That panel has an outside face 2 and an inside face 3 . Rigidity is provided to the panel by way of stiles 4 and rails 5 . The arrangement of conventional stiles and conventional rails can vary from panel to panel, depending upon the rigidity and security required.
- top and bottom rails 5 and stiles 4 at each edge of the door.
- the rails and stiles are typically made of wood, e.g. a hard wood, or made of a wood product such as a wood product described in more detail below in connection with the wood product-containing structural member of the present core, e.g. particle board.
- a wood product such as a wood product described in more detail below in connection with the wood product-containing structural member of the present core, e.g. particle board.
- a flame barrier is disposed between the outside face 2 and the inside face 3 . That fire-resistant insulation is referred to as the “core” and that term is used herein.
- the door In the case of a door, the door must also be fitted with appropriate hardware, such as lock set 7 , hinges 8 and panic bar 9 .
- appropriate hardware such as lock set 7 , hinges 8 and panic bar 9 .
- Other hardware may be appropriate for particular fire doors, such as security rods and the like.
- such a combustible fire-rated door will have in addition to outside face 2 and inside face 3 (see FIG. 2) a wooden cross banding 13 and a wooden cross banding 14 , usually made of plywood or veneer.
- the grain 15 of the wooden face 2 is generally at a 90° angle to the grain 16 of wooden cross banding 13 , so that, by way of the opposite grain orientations, buckling and other deformation of the door is avoided.
- a similar wooden cross banding 14 with opposite grain to the grain in the wooden inside face 3 is provided.
- Sandwiched between the cross bandings 13 and 14 is a core 6 .
- the door is symmetrical about centerline 17 of the door. Doors, generally, must be made symmetrical so that there is uniform moisture transmission throughout the door. If the moisture transmission were not uniform, excess moisture on one side of the door and deficient moisture on the other side of the door could cause warpage of the door.
- FIGS. 4, 5 , 6 A and 6 B show the present core, or parts thereof, in a partial cross-sectional view.
- a core generally 6
- That structural member 20 will have a density between about 30 and 60 lbs. per cubic foot.
- density in a wood product-containing solid structural member provides very high screw holding power.
- screws and other fasteners can be attached to the panel at any desired place and at any desired time. Indeed, any kind of hardware can be so attached at any desired place on the panel when the panel is being installed, e.g. hinges 8 , lock set 7 , panic bars 9 (see FIG.
- the thickness of that structural member should be at least ⁇ fraction (1/16) ⁇ inch and can be up to two inches thick. That structural member cannot practically exceed two inches in thickness, since, if it were of greater thickness than two inches, after the present composite is applied thereto, as explained below, and after the outside and inside faces 2 and 3 , as well as the cross bandings 13 and 14 are applied, the total thickness of the door would exceed the thickness of usual door frames and jambs. That could make the door less than satisfactory from a practical point of view. Thus, while there is no theoretical upper limit on the thickness of the structural member, the two-inches thickness is a practical limitation.
- the density of 30 lbs. per cubic foot is a lower density as far as screw holding power is concerned, and it is preferred that that density be at least about 32 lbs. per cubic foot. Further, the 60 lbs. per cubic foot density tends to make the door heavier than necessary and provides more than necessary screw holding power. The preferred higher density is, therefore, about 40 lbs. per cubic foot. Accordingly, a preferred range for the density of the structural member is from about 32 to about 40 lbs. per cubic foot.
- the thickness of the structural member should be greater than ⁇ fraction (1/16) ⁇ inch, i.e. at least 1 ⁇ 4 inch, but not greater than 11 ⁇ 2 inches. Therefore, the preferred range of the thickness of the structural member is from about 1 ⁇ 4 inch to about 11 ⁇ 2 inches.
- the structural member 20 may be made of wood, but solid wood is fairly expensive. Wood particle board, wood fiberboard, oriented strand wood board and timberstrand lumber are all less expensive than wood and have more than adequate screw holding power. Thus, any of these wood products may be used as the structural member, as well as for the stiles and rails.
- At least one layer of fire-resistant composite, generally 21 is attached to at least one lateral surface 22 of structural member 20 .
- a composite 21 is attached to each lateral surface 22 of structural member 20 so as to provide a symmetrical fire door, for the reasons explained above.
- the composite is shown in diagrammatic enlarged scale in FIG. 5 .
- That composite has an inorganic, non-woven fibrous web 25 .
- That web is quite thin, for the reasons explained above, and generally has a thickness of from about 5 to 50 mils.
- the web is made of inorganic fibers 26 .
- the fibers may be made of one or more of glass fibers, mineral wool fibers, metal fibers, quartz fibers, graphite fibers and ceramic fibers. Each of these fibers are inorganic and are not combustible. However, as will be explained in more detail below, it is necessary to achieve a coating, substantially, on the surface of that web 25 .
- the composition of that web has an effect on the ability to so coat the web.
- the fibrous web is made of glass fibers. It has also been found that when the glass fibers have a diameter of from about 1 to about 16 microns and a length from about 1 ⁇ 4 inch to about 11 ⁇ 4 inch, the web has good strength, allows a firm and well-adhered continuous coating of the particulate vermiculite on the surface of the web, and allows desired penetration of some small quantity of the particulate vermiculite into the web. Thus, glass fibers of this nature appear to be ideal as the fibers of the web.
- the web should be as thin as possible, consistent with providing a good coating of the vermiculite thereon. This, in turn, either allows a thinner overall door or a greater thickness of the structural member. Particularly, when glass fibers are used as the web fibers, as explained above, the web can have a thickness of 15 to 25 mils and very adequately perform its function, it is apparent that instead of a non-woven fibrous web, a woven fibrous web could be used. While for some applications, especially lower fire-rated wall panels, a woven web may be used, woven webs cannot contain substantial amounts of in-web vermiculite and cannot tightly adhere to thicker coatings of vermiculite. Thus, the use of a woven web will not allow the production of a “standard” composite, as explained in more detail below. It is for this reason that a non-woven web is used.
- the web will have a polymeric binder therefor.
- This binder holds the fibers into a very handleable web, so that the web can be processed, as described hereinafter, without breaking, tearing, crinkling or the like.
- the web binder is a synthetic organic polymeric binder, and especially useful are one or more of polyvinyl alcohol, polyvinyl acetate, ethylene vinyl acetate, polyacrylics, epoxy resins, polystyrene, polystyrene butadiene and amino resins.
- the binder can be water soluble or water dispersible, but it is convenient for the binder to be water soluble.
- the binder can be added directly to the fibrous composition which is formed into the web by standard “paper” making machines, or the binder can be applied to an already-formed web.
- a preferred water-soluble binder in this regard, is polyvinyl alcohol. With the water-soluble polyvinyl alcohol being used in the water dispersion of the fibers for making the fibrous web in a “paper” making machine, it can be ensured that the web binder is substantially uniformly dispersed throughout the web. When the binder is applied to an already-formed web, the water solution of the binder is easily applied to the web with conventional impregnating devices.
- That coating 27 has a thickness from about 0.5 to 10 mils, but more preferably has a thickness from about 1 to about 5 mils. Such thicknesses of coatings will give a burn-through time of at least 45 minutes, as explained more fully hereinafter.
- particulate vermiculite 30 is ideally disposed throughout the web 25 and such in-web particulate vermiculite 30 is shown in FIG. 5 with such dispersion.
- Some dispersion of the particulate vermiculite 30 throughout the web 25 increases the stiffness of the web and makes the web somewhat more handleable and rugged.
- that in-web particulate vermiculite 30 will slightly increase the burn-through time of the composite 21 .
- the amount of particulate vermiculite 30 disposed throughout the web 25 can vary considerably, but, generally speaking, at least about 60% of the vermiculite will be disposed on the surface of the web and the remaining 40% of the vermiculite will be disposed throughout the web. More preferably, about 80% of the vermiculite will be disposed on the surface of the web, and even more preferably about 90%.
- the add-ons of the vermiculite to the web should be from about 10 to 50%, i.e. the weight of the web is increased by about 10 to 50% after the addition of the vermiculite, and on a dry basis. More preferably, however, that add-on will be between about 15% and 40%, and more ideally between about 20% and 30%.
- the non-woven web itself can be a felted, air-laid or wet-laid web
- the web be a wet-laid web.
- the fibers of the web are largely oriented in the plane of a porous surface against which the web is laid. That generally lateral orientation of the fibers provides considerable strength to the web in that lateral direction. Strength in the transverse direction is not as important as strength in the lateral direction, since, when applying the coating to the web, the web is pulled in the lateral direction.
- a water soluble binder can be added to the water dispersion for forming the wet-laid web, if desired, although such introduction of the binder, while very convenient, is not required.
- an adequate amount of binder is an add-on of between 1% and 20%, but particularly, when the web is a wet-laid web and the binder is a water soluble binder, the amount of binder can be reduced, and generally speaking, add-ons to the web of binder in amounts of between about 4% and 10% by weight of the web are quite adequate. Since the binder is combustible, smaller amounts of binder are an advantage.
- the strength of the web depends in part upon the binder and the weight of the web.
- the weight of the web reflects the amount of fibers in the web.
- the web will have quite adequate strength, in combination with the binder, when the weight of the web is between about 10 and 90 lbs. per 2880 square feet, but more usually, the web is quite adequate when the weight of the web is between about 23 and 85 lbs. per 2880 square feet.
- the composite 21 can be attached to the structural member 20 by any convenient means, such as mechanical devices and adhesives.
- attachment is shown by conventional staples 23 and/or by an adhesive 31 to form a laminate of structural member 20 and composite 21 .
- any convenient adhesive may be used to form such laminate, since the adhesive plays no part in the composite other than physically laminating the composite to the structural member, preferred adhesives are one or more of phenolic, acrylic and olefin adhesives, which are inexpensive and easy to apply in a conventional manner.
- FIG. 6A shows two layers 35 and 36 laminated by adhesive 31 to structural member 20 .
- up to about 10 such layers of the composite 21 may be used, although usually no more than one and especially no more than two layers are required. This is particularly true when there is a layer of composite 21 on each side of the structural member 20 , as shown in FIG. 4 .
- Multiple layers of composite 21 may be prepared by layering wet-laid layers upon wet-laid layers, before drying the layers, as explained below in connection with FIG. 7, or by adhering the layers together with an adhesive, such as adhesives 31 discussed above.
- FIG. 6B shows an alternate arrangement of the use of multiple layers of composite 21 to that shown in FIG. 6A, and for some purposes, especially fire doors, the arrangement of FIG. 6B is preferred.
- a laminate, generally 40 of layers of structural member 20 and layers of composite 21 , can be provided, although it is not necessary to provide a composite 21 on both outer surfaces of the laminate (FIG. 6B shows composite 21 on both outer surfaces).
- FIG. 6B shows the embodiment where there are alternating layers of structural member 20 and composite 21 .
- other arrangements can be used, e.g. one layer of structural member 20 and two layers of composite 21 , e.g. a laminate of layers of the arrangement of FIG. 6 A.
- an adhesive must be used, such as adhesive 31 , to form the laminate (the adhesive not shown in FIG. 6 B).
- structural members 20 will be of less thickness, e.g. 1 ⁇ 2 inch, so that the total thickness of the laminated core is less than two inches, for the reasons explained above.
- a very good embodiment of the arrangement of FIG. 6B is where two structural members 20 , instead of the three shown in FIG. 6B, of 3 ⁇ 4 inch thickness are used.
- a “standard” core can be made, e.g. with a thickness of the structural member 20 of 3 ⁇ 8 inch, and have one layer of composite 21 laminated thereto. Multiples of that “standard” core can be laminated together, as shown in FIG. 6B, to provide almost any fire rating desired for a particular fire-door application, e.g. a 45-minute, or 60-minute or 90-minute burn rating.
- the particulate vermiculite used in coating the web can be any of the conventional vermiculites, but it is preferred that the vermiculite is in the form of high aspect ratio vermiculite platelets. This form of vermiculite is commercially available.
- the coating 27 can be of a particulate mineral, since minerals are non-combustible. While the coating could be made of a mineral or minerals, other than vermiculite, e.g. feldspar, kaolinite, etc., it has been found that vermiculite is highly advantageous, and it is for this reasons that vermiculite is used. Vermiculite, when dispersed in water, forms a slurry which is controllably coated onto the web (so as to form a predictable and uniform coating) and forms a tight, well-adhered coating when dried.
- vermiculite when dispersed in water, forms a slurry which is controllably coated onto the web (so as to form a predictable and uniform coating) and forms a tight, well-adhered coating when dried.
- FIG. 7 shows a schematic diagram of the apparatus for producing the present composite.
- a web 25 is passed over a support 40 and under a feed box 41 from which a liquid dispersion 42 of the particulate vermiculite is fed onto web 25 . That dispersion forms a coating on the web.
- the so-coated web is then passed under a doctor means 43 , where the coating of the dispersion is reduced in thickness and the pressure of the doctor means causes some quantity of that dispersion to pass into the web.
- the so-coated web is then passed to a dryer 44 , where the web is dried and the coating is set and stabilized.
- the dispersion 42 will contain about 5% to about 20% by weight of vermiculite.
- Such concentration will provide the dispersion with sufficient viscosity that most of the dispersion will remain on the surface of the web 25 , and only small amounts, as discussed above, will penetrate into the web, particularly in connection with pressure exerted on the dispersion 42 by doctor means 43 .
- the amount of vermiculite in the dispersion will depend in part upon the liquid of the dispersion, but the liquid is preferably water, and the 5% to 20% by weight of vermiculite in a water dispersion forms adequate viscosity of the dispersion to achieve the coating and penetration, as described above.
- the dispersion is dried so as to set and stabilize the coating.
- the coated web is preferably dried at temperatures below 400° F., especially at about 350° F.
- the web is a fiberglass web made of glass fibers having an average diameter of approximately 7 microns and an average length of approximately 1 ⁇ 4 inch.
- the web is made by Lydall Manning of Troy, N.Y. and carries a designation of 1208. It has a weight of approximately 60 lbs. per 2880 square feet and is made of E-glass.
- the web has a 6% add-on binder of polyvinyl alcohol. The web was passed through a conventional flooding impregnator where a 10% water solution of polyvinyl alcohol saturated the web, and the web was then heated in a conventional dryer to dryness.
- the vermiculite used to provide the coating is Microlite Vermiculite Dispersion obtained from W. R. Grace Construction Products.
- the W. R. Grace designation is Microlite HTS.
- the web was passed through a conventional coating machine, as diagrammatically illustrated in FIG. 7 .
- the dispersion of the vermiculite had 15% vermiculite and 85% water.
- a controller for the feed box was set so as to deposit on the web an amount of dispersion which would produce an add-on of the vermiculite (on a dried basis) of about 30%.
- the doctor means ( 43 in FIG. 7) was a knife blade extending across the entire width of the web, which width was approximately 40 inches.
- Other doctor means may be alternately used, i.e. rollers, bars, scrapers, weirs and the like. The particular doctor means is not critical. However, the pressure of the doctor knife, placed at an inclined angle of about 45°, was such as to cause approximately 10% of the vermiculite particles to penetrate into the web.
- the so-coated web passed into a conventional dryer ( 44 in FIG. 7) set at a temperature of 350° F. and remained in that dryer until the vermiculite coating on the web was set and stabilized, i.e. approximately 30 seconds.
- the resulting composite was removed from the dryer in roll form.
- a first heat-resistive core was made with the coated web composite by adhering the composite to a structural member which was made of 3 ⁇ 4 inch thick, 32 lbs. per cubic foot, medium density fiberboard.
- the web was adhered to that fiberboard with a conventional phenolic resin, which was applied, set in a press and dried with added heat (added heat is not required).
- a second identical core member was laminated to that first core member with phenol resin, set in the press to form a laminated core (similar to that shown in FIG. 6B) of approximately 11 ⁇ 2 inches thick.
- an additional sheet of composite of this example was adhered in a similar manner to the opposite side of the medium density fiberboard, in the manner shown in FIG. 4, in order that the fire door may be symmetrically constructed, as explained above.
- the laminated core of this example was made into a fire-rated door, as shown in FIG. 2 .
- Both the outside face 2 and the inside face 3 were made of ⁇ fraction (1/16) ⁇ inch birch veneer wood.
- the cross bands 13 and 14 were made of same birch wood, but with the grain of the wood at 90° to the grain of the faces 2 and 3 , as explained above.
- the fire door showed more than adequate screw-holding power and was tested according to the ASTM standard for a 45-minute burn-through time. This standard requires that at a specified temperature, the fire cannot penetrate the door for 45 minutes and that after the 45 minutes, the door retains integrity such that it will withstand erosive effects of a high pressure fire hose (30 lbs. per square inch pressure) without penetration of the water from that fire hose through the door.
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Abstract
Description
Claims (30)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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US09/158,069 US6271156B1 (en) | 1998-09-22 | 1998-09-22 | Fire-resistant core for a combustible fire-rated panel |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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US09/158,069 US6271156B1 (en) | 1998-09-22 | 1998-09-22 | Fire-resistant core for a combustible fire-rated panel |
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US6271156B1 true US6271156B1 (en) | 2001-08-07 |
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US09/158,069 Expired - Fee Related US6271156B1 (en) | 1998-09-22 | 1998-09-22 | Fire-resistant core for a combustible fire-rated panel |
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